Multiple beam path surveying instrument

ABSTRACT

A multiple beam path surveying instrument is provided, which possesses an upper part ( 8 ) that is rotatable about a vertical axis StA and which comprises a support ( 11 ) and a telescope body ( 13 ) that can be swiveled about a tilt axis KA, is fixed in bearings located in the support ( 11 ), with the vertical and tilt axes orthogonally intersecting at an intersection point S. At least two optical arrangements with optical beam paths are set up inside the telescope body ( 13 ).  
     Driving and/or adjustment devices are provided for rotating the upper part ( 8 ) about the vertical axis StA and the telescope body ( 13 ) about the tilt axis KA.  
     Further, measuring systems for determining the rotational angle of the upper part ( 8 ) about the vertical axis StA and the telescope body ( 13 ) about the tilt axis KA are arranged in the instrument. A computer system serves to evaluate the measurements and to determine, display and record the measurement results, as well as to control the driving and adjustment devices for the telescope body ( 13 ) and the upper part ( 8 ).  
     The optical arrangements are set up in the telescope body ( 13 ) in such a manner that their optical axes ( 18; 21; 22 ) or sighting axes ZA n  and their straight extensions ( 21   a ) run inclined to each other and enclose angles whose vertices lie at the intersection point S of the vertical and tilt axes or close to it, with n=1; 2; 3; . . . The optical or sighting axes may run vertically to the tilt axis KA. The optical or sighting axes of the optical arrangements may also enclose angles with the tilt axis KA that differ from 90°, with the vertices of these angles equally lying at the intersection point S of the vertical axis StA and the tilt axis KA or are close to it.

[0001] The invention is directed to a surveying instrument with multiple beam paths, notably those beam paths with different functions or different magnification for producing, for instance, a coarse-lock and a fine-lock beam path or also camera beam paths.

[0002] In surveying, tachymeters are known, for example, which are also called total stations and which represent a combination of a theodolite with vertical and horizontal angle measuring systems and a distance meter. This distance meter is usually integrated into the telescope of the theodolite. A video tachymeter is an instrument which, in addition to the functions of a tachymeter, also comprises at least a video camera.

[0003] From DE-GM 90 07 731, a measuring instrument is known for determining the position of optoelectronically representable spatial points, which includes a measuring head with a target acquisition device and a distance-measuring device. The sighting axes of the target acquisition and distance-measuring devices are accurately aligned with each other and run to the axis of motion of the measuring head at a predetermined angle. In concrete terms, this instrument is equipped with a wide-angle camera and a telecamera placed on the distance meter and uses them as a sighting aid for the distance meter. The sighting axes of these cameras and of the distance meter run parallel and at a certain distance to one another. In other words, there exists a parallax between the axes. The disadvantage here is that the eccentricity of the cameras in relation to the tilt axis (elevation axis) has a negative effect both on the sighting of the distance meter and the angle-measuring device. The parallax needs to be taken into consideration in either case.

[0004] From EP 0 281 518 B1, a telescope for a video theodolite is known which avoids the disadvantage that the parallax presents for angular measurement. The camera is connected to the telescope through an additional optical system. In order to cover any additional instabilities caused by the extra optics, a reference mark must be arranged in the graticule plane of the telescope and imaged via the extra optics. The considerable expenditure on the optical components required and the small field of view resulting from a camera connected to the telescope constitute disadvantages.

[0005] The disadvantage of a small field of view has been eliminated in a telescope described in Aligemeine Vermessungsnachrichten, Issue 2, 1993, pages 63 to 65, in connection with FIG. 3. A switching prism is used here to optionally place a second optical system with a shorter focal length in front of a CCD camera, so as to obtain a larger field of view. The second optical system, however, also lies in an eccentric position in relation to the telescope optics. Another disadvantage of this arrangement is the considerable expenditure on the optical components required.

[0006]FIG. 5 of the article by Feist et al., entitled “Elta S10 und Elta S20 von Zeiss, Systemtachymeter einer neuen Generation,” published in Vermessungstechnische Rundschau (60), Issues 2 and 3, April 1998, shows a telescope where the beam paths for an optical telescope, for a distance meter and for fine lock are on the same optical axis, i.e., they are arranged coaxially to each other. Once again, the considerable expenditure on the optical components and assemblies required, as well as the fact that the existing CCD camera cannot be focused represent disadvantages which make any use of it as a video tachymeter impossible.

[0007] Accordingly, it is the primary object of the invention to eliminate the disadvantages of the prior art and to create a surveying instrument with several switchable imaging, measuring and/or observation beam paths—an instrument which is capable of providing several beam paths at minimal expenditure on optical components and allows the switching of beam paths to a position of normal use with high accuracy and in as little time as possible.

[0008] According to the invention, this object is met by a surveying instrument provided with the characteristics of the introductory clause of the first claim, through the features of the characterizing clause of that claim. Further details of the invention are described in the subclaims.

[0009] Accordingly, the optical or sighting axes enclose resultant angles, whose vertices lie at the intersection point of the tilt and vertical axes or close to it. These individual sighting axes can be set in the telescope body in each position of normal use. For this purpose, two angles, α_(n) and β_(n), are required in a general way for each beam path, which represent a relevant relationship to the horizontal and vertical measuring devices of the surveying instrument and relate to the traditional optical axis 0, being the axis of the telescope in most cases.

[0010] Thus, it is an advantage for a multiple beam path surveying instrument if the optical or sighting axes of the optical arrangement run vertically to the tilt axis. In such an instrument, the optical or sighting axes of the optical arrangement lie in a plane that is orthogonal to the tilt axis. As a result, setting the various optical arrangements in a desired direction can be easily achieved by swiveling the telescope body about the tilt axis.

[0011] According to another embodiment of the surveying instrument, the optical or sighting axes of the optical arrangement can enclose angles with the tilt axis which are different from 90° and whose vertices lie at the intersection point of the vertical and tilt axes. In an instrument of this type, the optical or sighting axes of the optical arrangement do, of necessity, not lie in a single plane. Setting the various optical arrangements in a desired direction is generally achieved by rotating the upper part about the vertical axis and the telescope body about the tilt axis.

[0012] Accordingly, it constitutes an advantage, especially for a video tachymeter or a video theodolite, if the telescope body is provided with a telescope beam path, at least one camera beam path with an objective and a matrix receiver element and/or a minimum of one additional optical arrangement that projects collimating or light marks on a target or object. Among other things, the light marks or signals projected this way can serve to transmit information between the measuring and target spots. A distance-measuring arrangement can also be set up inside the telescope body.

[0013] With a view to ensuring that the individual optical arrangements are accurately set in a desired target position by rotating the telescope body about the tilt axis and/or rotating the upper part about the vertical axis, it is of particular advantage if the optical and sighting axes of the individual optical arrangements enclose fixed angles α_(n) to each other, with n=1; 2; 3 . . .

[0014] In order to allow the precise and also the controlled setting and alignment of the optical axes of the optical arrangements in a desired target position by pivoting the telescope body about the tilt axis and/or rotating the upper part about the vertical axis, manual operating devices or computer-controlled driving and adjustment devices are provided as well.

[0015] Accordingly, it is of advantage if the optical arrangements can, by means of the driving devices, be set manually or in a computer-controlled manner to positions that differ from one another by the angle α_(n).

[0016] Further, it is equally advantageous and something that can be achieved with little technical effort if suitable mechanical arresters are provided for positioning and fixing the optical arrangements in a desired target position. To this effect, such an arrester is to be provided for each of these sighting axes ZA_(l) to ZA_(n). Locking devices or suitable mechanical stops, for example, could be provided between the support and the telescope body as advantageous mechanical arresters, with those locking devices and stops being adjustable and lockable in relation to the telescope body or the support.

[0017] In order to ensure fast and accurate and computer-controlled adjustment of the various optical arrangements in the desired target position, it is advantageous if electric switching means are assigned to each sighting axis, which then switch off the driving device rotating the telescope body about the tilt axis and/or the upper part about the vertical axis once the optical arrangements have arrived at the desired target position. Like the driving and adjustment devices, the electric switching means can be directly controlled by the computer. The angles α_(n) and β_(n) or analog data are then stored in the computer and can be used to control the driving and adjustment devices accordingly.

[0018] The following embodiment example is to describe the invention in greater detail. In a simplified manner, the drawings listed below show

[0019]FIG. 1a the position of the vertical, tilt and sighting axes to each other in a perspective view, with the sighting axes running vertically to the tilt axis;

[0020]FIG. 1b the position of the sighting axes in the plane vertical to the tilt axis;

[0021]FIG. 1c the position of the sighting axes if sighting is done through a sighting axis other than in FIG. 1b;

[0022]FIG. 2 the angular positions when the sighting axes and the tilt axis lie in one plane;

[0023]FIG. 3 the position of the vertical, tilt and sighting axes to each other, with the sighting axes forming an angle with the tilt axis that is unequal to 90°;

[0024]FIG. 4 the greatly simplified front view of a surveying instrument; and

[0025]FIG. 5 the side view of the surveying instrument.

[0026] According to one embodiment of a surveying instrument, several optical or sighting axes, intersecting at intersection point S of tilt axis KA and vertical axis StA, enclose resultant angles, with the vertices of those angles located at the intersection point S or close to it. Using a motorized or mechanical surveying instrument, the individual sighting axes ZA₀ to ZA₂ (FIG. 1a and 1 b) can be set to the relevant position of normal use. For this purpose, two angles, α_(n) and β_(n), representing a reference to the horizontal and vertical angle-measuring device of the instrument and relating to the traditional optical or sighting axis ZA₀, are required in a general way for each beam path.

[0027]FIG. 1a shows the position of the individual axes to each other, which are of significance for a surveying instrument, such as a theodolite or tachymeter, as well as for performing measurements with such instruments. All these axes—i.e., the tilt axis StA, about which the upper part of the surveying instrument is rotatable; the tilt axis KA, which is located in the upper part of the surveying instrument and runs orthogonally to the vertical axis StA and about which the telescope body is swivelable; and the optical axes of different optical arrangements in the surveying instrument that form the sighting axes ZA₀ (n=0; 1; 2; . . . )—intersect at a common intersection point S. As can be seen from FIG. 1a and even better from FIG. 1b, the three sighting axes ZA₀ to ZA₂ illustrated stand vertically on the tilt axis KA. The right angles, which the sighting axes ZA₀ to ZA₂ form with the tilt axis, are highlighted by a dot in FIG. 1a. The angles α_(n), which enclose the neighboring sighting axes ZA₀ and ZA₁ or ZA₀ and ZA₂, are marked α₁ and α₂. The vertices of these angles α₁ and α₂ lie at the common intersection point S.

[0028] In the following, the angles α_(n) are the first to be looked at, with the angles β_(n), being considered zero. This means, a special case is being described here where all optical axes or sighting axes run vertically to the tilt axis KA and are, therefore, in one plane, on which the tilt axis stands vertically. In FIG. 1b, V₀ to V₂ denote vertical angles. In surveying, the vertical angle is the angle between the zenith of the instrument and the object point lying in the vertical plane and sighted through a sighting axis. The orientation of the vertical angle measuring system in a surveying instrument is defined in such a way that a vertical angle V₀ of 90° or 100 gon is obtained when an object point lying in the horizon is being sighted (FIG. 1b).

[0029] If there are several optical or sighting axes in the surveying instrument which, as shown in FIG. 1b, run orthogonally to the tilt axis KA and intersect at the intersection point S, the following angle relationships can be deduced:

V ₁ =V ₀+α₁  [1]

V ₂ =V ₀−α₂  [2]

[0030] Therefore, the sights of the optical or sighting axes ZA₁ and ZA₂ lie at the vertical angles V₁ and V₂, with the object point P being observed with the sighting axis ZA₀ at the angle V₀.

[0031] If the object point P is to be sighted with a different optical arrangement of the surveying instrument, the vertical angle V₀ must be reset on the vertical divided circle of the instrument. Accordingly, the following relationship can be derived for sighting with the sighting axis ZA₁ (FIG. 1c):

V _(0new) =V _(0old)−α₁  [3]

[0032] The sights of the optical or sighting axes ZA₁ and ZA₂ equally result from the relationships [1] and [2]. If a changeover from the currently used sighting axis ZA₁ to the sighting axis ZA₂ is to be effected, the angle α₁ must be added according to the relationship [3].

[0033] In a general form, the relationships can be described as follows. The vertical angle V₀ is in the position i on the vertical divided circle, and one observes an object point P using the optical or sighting axis ZA_(n). If a different optical arrangement of the surveying instrument is to be used for an observation, i.e., another sighting axis is to be switched on, a new vertical angle V results at the position i+1, namely, V_(0,i+1)=V_(0,1)−α_(n,m).

[0034] This also results in new vertical angles at which the sights of the other optical or sighting axes lie. Then, the general relationship reads as follows:

V _(m,i+1) =V _(0,i+1)+α_(n,m)  [4].

[0035] The parameter n corresponds to the activated optical or sighting axis ZA_(n) and the angle α_(n,m) is known and corresponds to the angle between the sighting axis m being switched off and on. This angle is to be inserted in the general form [4] with the correct algebraic sign.

[0036] Considerations analogous to those made with respect to the vertical angle V_(n) are undertaken for the optical arrangements with their optical or sighting axes ZA_(n), which lie in the same plane as the tilt axis, i.e., the tilt axis KA itself lies in this plane and the optical axes or the sighting axes ZA_(n) do not exclusively stand vertically on the tilt axis KA. Here, the angles β_(n) are considered; for the sake of simplicity, this is done for the case when the angles α_(n) are zero. For this reason, the angles β_(n) are being related to the horizontal angle Hz_(n). FIG. 2 shows these angular relationships in a plan view on a horizontal divided circle.

[0037] In an analogous manner, the following relationship results in a general form for an object point on the horizontal divided circle observed at a horizontal angle Hz₀ at the position i when there is a changeover to another optical or sighting axis:

Hz_(0,i+1)=Hz_(0,i)−β_(n,m)  [5].

[0038] The following equation then results for the direction of an optical or sighting axis ZA_(m) at the position Hz_(0,i+1):

Hz_(m,i+1)=Hz_(0,i+1)+β_(n,m)  [6]

[0039] Since the angles β_(n) have the same effect as a side collimation error, the above equations apply, strictly speaking, only to a sight that lies in the horizon. If work is performed at a vertical angle other than 90°=100 gon, corrections must be made that are known in surveying. In so doing, it is assumed that the optical or sighting axis ZA₀ stands vertically on the vertical axis StA and is not subject to a side collimation error.

[0040] Accordingly, the formulas applicable to the general case read as follows:

Hz_(0,i+1)=Hz_(0,1)−β_(n,m)/sin (V)  [7]

[0041] and

Hz_(m,i+1)=Hz_(0,i+1)+β_(n,m)/sin (V)  [8]

[0042]FIG. 3 shows the position of the sighting axes ZA₀ to ZA₂, which form angles with tilt axis KA that are not equal to 90° and whose vertices lie at the intersection point of vertical axis StA and tilt axis KA. The angles β₀ to β₂ are angles that can be produced by rotating the upper part about the vertical axis StA. The angles V₀ to V₂, again, denote vertical angles, which the sighting axes ZA₀ and ZA₂ form with the vertical axis StA. The sighting axes can be aligned with a target by properly rotating the upper part at an angle β, which is dependent on the vertical angle V, about the vertical axis StA and by setting a relevant angle about the tilt axis KA for the telescope body. The angle at which the target object is located in relation to the plumb-line direction, as seen from the surveying instrument, is regarded as the vertical angle V.

[0043] If one proceeds, as depicted in FIG. 3 in simplified form, from an arbitrary arrangement of the optical or sighting axes and stipulate as the only condition that the sighting axes ZA₀ to ZA₂ intersect at the intersection point S of vertical axis StA and tilt axis KA, the connection of the optical axes with the angle-measuring devices of the surveying instrument can be described by a relevant combination of the angles α and β.

[0044] In order to effect the changeover from an optical arrangement n for an object point P to another optical arrangement m, a change of direction in the vertical line from V_(0,1) to V_(0,i+1) is required. The following relationship applies:

V _(0,i+1) =V _(0,1)−α_(n,m)  [9].

[0045] By way of analogy, the relevant optical or sighting axis m appears at the vertical angle

V _(m,i+1) =V _(0,i+1)+α_(n,m)  [10].

[0046] Consequently, the following applies to the horizontal direction Hz_(0,i+1) to be set:

Hz_(0,i+1)=Hz_(0,1)−β_(n,m)/sin (V _(m,i+1))  [11].

[0047] The horizontal direction, in which the object point P is seen with the sighting axis ZA_(m), corresponds to the relationship

Hz_(m,i+1)=Hz_(0,i+1)+β_(n,m)/sin (V _(m,i+1))  [12].

[0048] Said angles α_(n,m) and β_(n,m) represent the angles between an optical or a sighting axis n and another optical or sighting axis m in each of their horizontal and vertical components.

[0049] The surveying instrument shown in a simplified fashion in FIG. 4—for example, a video tachymeter, a theodolite or any other instrument used in geodetic surveying for measuring angles or distances—comprises a fixable lower part mostly attached to a tripod 1, which is equipped with a tribrach 2 with foot screws 3 for fastening and leveling the instrument, the push-on sleeve for receiving the positive centering system (not shown for the sake of simplicity), the system of vertical axes 4 with horizontal circle 5 and a gear wheel 6 of the horizontal drive 7.

[0050] The upper part 8, which is mounted in bearings 9 and 10 so that it can be pivoted about the vertical axis StA, is placed on the system of vertical axes 4. This rotatable upper part 8 includes, among other things, a support 11 and a telescope body 13, which comprises a telescope 12 and is swivelable about the tilt axis KA owing to journals 14 and 15 mounted in bearings 16; 17 located in the support 11.

[0051] As demonstrated in FIG. 5, the telescope 12 comprises an objective 12 a, a focusing element 12 b, an image inversion system 12 c and an eyepiece 12 d with a graticule 12 e. The optical axis 18 of the telescope 12 is equally a sighting axis ZA₁, which is directed at an object (target). Apart from the telescope 12, further optical arrangements implementing optical beam paths are provided, such as an illuminating beam path 19 with objective 19 a, deflecting element 19 b and light source 19 c, as well as a CCD camera 20 with imaging lens 20 a and matrix receiver element 20 b, whose optical axes 21 and 22 form additional sighting axes ZA₂ and ZA₃. The deflecting element 19 b deflects the beam path 19. With such an illuminating beam path 19, information can be exchanged, for instance, between the measuring spot (place where the surveying instrument is located) and the target spot (position of the target) or a collimating mark can be projected onto the target spot. It should be mentioned briefly at this point that an optical arrangement for a coudé optical beam can also be placed inside the telescope body. What is essential for the solution according to the invention is that the optical axes 18; 21 and 22 or the straight extension 21 a of the optical axis 21 going through the objectives 12 a; 19 a and 20 a run through the common intersection point S, which lies at the intersection point of vertical axis StA and tilt axis KA.

[0052] In a simplified manner, FIG. 5 illustrates a surveying instrument where the optical axes 18; 21 and 22, which correspond to the sighting axes ZA₁ to ZA₃, run vertically to the tilt axis KA. Surveying instruments with optical arrangements inside a telescope body, whose optical or sighting axes intersect the tilt axis KA at angles other than 90°, are equally conceivable, however. What is essential here is that the optical or sighting axes ZA₁; ZA₂ (FIG. 2) intersect the tilt axis KA at the intersection point S or close to it. FIG. 4 and FIG. 5 do not show such a version of the invention.

[0053] Further, the surveying instrument comprises adjustment devices 23 and 24 for manually adjusting the telescope body 13 about the tilt axis KA and the upper part 8 about the vertical axis StA.

[0054] These adjustment devices 23 and 24 can effect the relevant mechanical rotation of the telescope body 13 and the upper part 8 in the well-known way. It is an advantage, however, if the adjustment devices 23 and 24 only act on the vertical drive 25 or the horizontal drive 7 via transducers (not shown her), with the aid of a computer 26.

[0055] Motorized tachymeter drives of this type are known. There, the computer 26 reads a measuring system 27 for the horizontal angle Hz and a measuring system 28 for the vertical angle V and controls the motors for the horizontal drive 7 and the vertical drive 25 on the basis of the angles Hz picked up by the transducer 27′ and the angle V identified by the angular-motion transducer 28′, so that certain angles are set, which may, for instance, have been predetermined by the adjustment devices 23 and 24.

[0056] The angles are set according to the relationships defined above, so that the relevant angle is adjusted when a new optical axis (sighting axis ZA) is set for a given target position and is kept at the desired value by the motorized drive. This can also be done in a simple manner by switching means (not shown), which switch off the drive in question when the desired angle is reached. On the other hand, a known control loop, through which the computer 26 keeps the desired angle constant, can also be provided.

[0057] By means of the computer 26—also controlling the horizontal drive 7 and the vertical drive 25, which is located in the upper part and swivels the telescope body 13 about the tilt axis KA (rotation of the telescope body about the tilt axis)—the measured values can be processed and the measurement results can be determined, displayed and recorded.

[0058] Also, the angles corresponding to the various target positions or sighting axes ZA can be stored in the memory of the computer 26. An optical arrangement can then be set from one target position to another by a relevant command.

[0059] Owing to the motorized computer-controlled adjustment of the telescope body 13 and/or the upper part 8, easy automatic switching between the various optical arrangements is possible.

[0060] As a matter of principle, mechanical arresters—for example, taking the form of a locking device or suitable mechanical stops—can also be provided for positioning and fixing the optical arrangements at a desired target position. For this purpose, one or more of those arresters are arranged between the support 11 and the telescope body 13 for each of these sighting axes ZA; those means can be constructed in such a way that they are adjustable and lockable in relation to the telescope body 13.

List of Reference Numbers

[0061]  1 Tripod  2 Tribrach  3 Foot Screws  4 System of Vertical Axes  5 Horizontal Circle  6 Gear Wheel  7 Horizontal Drive  8 Upper Part  9, 10 Bearings 11 Support 12 Telescope 12a Objective 12b Focusing Element 12c Image Inversion System 12d Eyepiece 12e Graticule 13 Telescope Body 14, 15 Journals 16, 17 Bearings 18 Optical Axis 19 Illuminating Beam Path 19a Objective 19b Deflecting Element 19c Light Source 18 CCD Camera 20a Imaging Lens 20b Matrix Receiver Element 21, 22 Optical Axes 21a Straight Extension 23, 24 Adjustment Devices 25 Vertical Drive 26 Computer 27, 28 Measuring Systems 27′ Transducer 28′ Angular-Motion Transducer α,β Angles Hz Horizontal Angle KA Tilt Axis P Object Point S Intersection Point StA Vertical Axis V Vertical Angle ZA Sighting Axis 

What is claimed is:
 1. A multiple beam path surveying instrument comprising: a fixed lower part for receiving an upper part which can be rotated about a vertical axis and includes a support and a telescope body that is swivelable about a tilt axis and is mounted in bearings located in the support, with the vertical and tilt axes orthogonally intersecting at an intersection point; at least two optical arrangements with optical beam paths set up in the telescope body; driving and/or adjustment devices for rotating the upper part about the vertical axis and the telescope body about the tilt axis; measuring systems for determining the rotational angle of the upper part about the vertical axis and the telescope body about the tilt axis; and a computer system for evaluating the measurements and for determining, displaying and recording the measurement results and for controlling the driving and adjustment devices; wherein the optical arrangements are set up in the telescope body (13) in such a way that their optical or sighting axes ZA or their straight extensions run inclined to each other and enclose angles α_(n) and β_(n), whose vertices lie at the intersection point S of vertical axis StA and tilt axis KA or close to it, with n=1; 2; 3; . . .
 2. Surveying instrument according to claim 1, wherein the optical or sighting axes ZA of the optical arrangements run vertically to the tilt axis KA and intersect at the intersection point S or close to it.
 3. Surveying instrument according to claim 1, wherein the optical or sighting axes of the optical arrangements enclose angles with the tilt axis KA that are unequal to 90°, with the vertices of these angles lying at the intersection point S of vertical axis StA and tilt axis KA or are close to it.
 4. Surveying instrument according to claim 1, wherein a telescope beam path, at least a camera beam path with objective and matrix receiver element and/or at least one other optical arrangement that projects target or light marks on a target or an object are provided in the telescope body (13).
 5. Surveying instrument according to claims 1 and 3, wherein the optical or sighting axes of the optical arrangements enclose fixed angles α_(n) and β_(n) to each other, with n=1; 2; 3 . . .
 6. Surveying instrument according to one of the claims 1 to 5, wherein manual operating devices or driving and adjustment devices controlled by the computer (26) are provided for adjusting the various optical arrangements to a desired target position by swiveling the telescope body (13) about the tilt axis KA.
 7. Surveying instrument according to claim 6, wherein the optical arrangements, using the driving devices, can be set, manually or by the computer (26), to positions that differ from each other by the angles α_(n).
 8. Surveying instrument according to one of the claims 1 to 6, wherein mechanical arresters are provided for positioning and fixing the optical arrangements in a desired target position relative to the vertical angle V.
 9. Surveying instrument according to claim 8, wherein locking devices or suitable mechanical stops are provided as arresters and assigned to the individual sighting axes ZA₁ to ZA_(n).
 10. Surveying instrument according to one of the claims 1 to 6, wherein electric switching means are provided for positioning and fixing the optical arrangements in a desired target position.
 11. Surveying instrument according to claim 10, wherein the electric switching means and/or driving devices are controlled by the computer (26). 